IR 05000250/1989004
| ML17347B012 | |
| Person / Time | |
|---|---|
| Site: | Turkey Point  |
| Issue date: | 02/28/1989 |
| From: | Conlon T, Harris J NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION II) |
| To: | |
| Shared Package | |
| ML17347B011 | List: |
| References | |
| 50-250-89-04, 50-250-89-4, 50-251-89-04, 50-251-89-4, NUDOCS 8903150482 | |
| Download: ML17347B012 (9) | |
Text
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UNITED STATES NUCLEAR REGULATORY COMMISSION
REGION II
10'I MARIETTAST., N.W.
ATLANTA,GEORGIA 30323 Report Nos.:
50-250/89-04 and 50-251/89-04 Licensee:
Florida Power and Light Company 9250 West Flagler Street Miami, FL 33102 Docket Nos.:
50-250 and 50-251 Facility Name:
Turkey Point 3 and
License Nos.:
DPR-31 and DPR-41 Inspection Conducted:
January 30 - February 4, 1989
Inspector: ~'.
R. Harris
./
Approved b
'P T. Conlon, Chi Plant Systems Section Engineering Branch Division of Reactor Safety AS'p'
te Signe gC ate S gned SUMMARY Scope This routine, unannounced inspection was conducted in the areas of the proposed soil and foundation preparation and concrete placement for the addition of the Emergency Diesel Generators.
This inspection covered results of testing of the foundation by Ardman and Associates geophysical testing, applicable specifications, procedures, plant change modifications (PCMs),
records of completed worl;, drawings, inspection of Florida Rock and Sand Company batch plant, completed soils and concrete work, and inspection of onsite laboratory for soils and concrete testing.
Results In the areas inspected, violations or deviations were not identified.
During this inspection, the licensee was very responsive to the NRC inspectors requests for information on installation of the Emergency Diesel Generators.
No weaknesses were identified during this audi e REPORT DETAILS Persons Contacted Licensee Employees J. Arias, Senior Technical Advisor R. Atkinsson, JPN Nuclear Engineer J.
Brown, Nuclear Engine'er-
- R. Earl, gC Supervisor
- S. Franzone, JPN Lead Engineer T. Gilmore, EDG Systems Engineer H. Gross, Regulatory Compliance T. Grozan, Licensing
- R. Hart, Regulatory Compliance Supervisor
- S. Hate, Engineering Project Manager L. Kennedy, JPN Electrical Engineer M. Kob, JPN Licensing Engineer
- L. Pearce, OPS Superintendent
- R. Reinhart, gA Engineer
- R. Stevens, Manager Plant Licensing
- L. Young, Project Site Manager Other Organizations R.
Key, Construction gC Supervisor Bechtel Corporation
~
J.
Nazarchyh, Construction Civil gC Supervisor Stone and h'ebster S. Pastrana, Ebasco site Representative For Turkey Point NRC Resident Inspector R. Butcher, Senior Resident Inspector
- Attended exit interview 2.
Licensing Approach For Addition of Emergency Diesel Generators, Turkey Point Units 3 and 4 (TAC Nos.
69023 and 69024 Preliminary construction work such as:
site preparation, building cons ruction, equipmeniaccmen:,
and preli."..;na~" ch"ckou+ are being do~e under
CFR 50.59.
Region II is responsible to audit the
CFR 50.59 analyses to assure there is no safety concern related to onsite construc-tion while the plant is in operation.
During this inspection the inspector revi'ewed applicable plant change modifications (PCMs),
specifications, construction quality control procedures, geotechnical investigations and foundation analysis, records of completed tests on the foundation and concrete placement, the concrete soils and testing lab, batch plant and applicable drawing '
The following PCMs, specifications, quality control procedures, records of completed work and applicable drawings were reviewed:
PCM 87-212:
PCM 259:
Specification CN 2.9:
Specification CN 2. 11:
This PCM includes relocation of the Unit 3 containment access ramp, temporary relocation of the RCA fence during the building construction, underground exploration, grading and drainage and miscellaneous site work to be done in preparation for the new Oiesel Building Construction.
This PCM includes in its scope all of the EDG building construction, as well as electrical duct banks, manholes, lighting protection, grounding and p'Iumbing.
Equipment and cable installation, except for grounding cable, is included in other Engineering Packages.
Concrete materials and mixes, concrete mixing and transportation Concrete testing, placing, curing and finishing Specification CN 2. 12:
Specification for grout TS 10.10; TS 10.3-1.1:
TS 10.3-2.1:
Construction guality Control Technique Sheet for Soils and testing requirements for the placement and compaction of soils.
Concrete Preplacement.
Covers i ns pection requirements for the inspection of concrete reinforcing steel bars, embed items and form work Concrete Placement.
Covers the inspection requirements for the inspection of concrete placement, equipment and the placement and consolidation of concrete.
TS 10. 3-3. 1:
Concrete Post Placement.
Establishes the inspec-tion requirements for the inspection of concrete form work removal, curing and repairs.
Concrete Eield Te"ting.
stau ls dies t ~ e inspec-tion requirements for sampling and testing structural concrete.
TS 10.4-2.1:
Laboratory Testing Of Concrete and Concrete Materials.
Establishes the tests to be per-formed, testing frequencies, and test methods for the laboratory testing of concrete, concrete materials and cadweld splice FL 53-20E,5000 The following soil C-88-925 C-88-983 C-88-0103 C-88-1036 C-88-1038 C-88-1039 C-88-1040 C-88-1049 C-88-1287 C-88-1288 C-88-1309 C-88-1318 C-88-1362 C-88-1365 C-88-1370 C-88-1382 C-88-1383 C-88-1481 C-88-1494 C-88-1501 C-88-1508 C-88-1521 C-88-1543 C-88-1548 C-88-1571 C-88-1587 C-88-1592 C-88-1621 C-88-1628 C-88-1791 C-88-1827 C-88-1826 C-88-1868 C-88-1869 C-88-1879 C-88-1885 C-88-1916 C-88-1919 C-88-1920 tests
"Geotechnical Investigations and Foundation Analysis For Diesel Building Addition,"
Conducted by Ardman and Associates and concretes tests were reviewed:
Test SW 422, Moisture Density Test Test SW 423, Moisture Density Test Test SW 503, Moisture Density Test Reinforcement Steel and Formework Inspection
'Cover Slab For Category 1 Duct Bank Concrete and Materials Fo'r Electrical Duct Bank and Emergency Diesel Building Concrete Cover Slab for Duct Bank Under the Relocated Unit 3 Containment Ramp
Installation of Category I Duct Bank Under Relocated Ramp, Unit 3 Containment Test SW 043, Density of Soil Determinat'ion by Sandcone Method Test SW424 and 425, Field Moisture Density Test Fine Aggregate Test Report Coarse Aggregate Test Report SW 431; Field Moisture Density SW 433, Field Moisture Density Test SW 428, Field Moisture Density Test SW 040, Moisture Density Relationship Of Soils SW 435, Field Moisture Density Test SW 437, Field Moisture Density Test SW 438, Field Moisture Density Test SW 439, Field Moisture Density Test SW 440, 441 Field Moisture Density Test SW 443, Field Moisture Density Test SW 444, SW 445, SW 446, Field Moisture Density Test SW 042, Moisture Density Relationship of Soils SW 438, Field Moisture Density Test SW 448, 449, Field Moisture Density Test Moisture Density Relationship Of Soils Density Of Soil Determination by Sand Cone Method SW 451, Field Moisture Density Test SW 455, Field Moisture Density Test SW 046, Moisture Density Relationship Of, Soils SW 046', Particle Size Analysis Of Soils Density Of Soil Determination by Sand Cone Method SW 481, Field Moisture Density Test SW 480, Field Moisture Density Test S!! 482, 484 Field Moisture Density Test SW 050, Particle Size Analysis Of Soils Density Of Soil Determination Troxler and Sandcone/Density tests performed for correction purposes
C-88-1926 C-88-2134 C-89-0077 C-89-023 SW SW SW SW 050 Moisture Density Relationship Of Soils 051 Moisture Dens ity Rel ati onshi p Of Soils 0502 Field Moisture Density Test 501 Field Moisture Density Test The following drawings for installation of the Emergency Generator Building were reviewed:
DWG 5610-C-1589 DWG 5010-C-1509 DWG 5610-C-1509 DWG 5610-C-1589 DWG 5610-C-1589 PTN-C-87-212-002 5610-C-1509 S.H. 1/87-259 S.H. 2/87212 S.H. 3/87212 S.H.3/87-259 S.H. 2/87-259 S.H.Y.87-212 Unit 4 Diesel Generator Building Mat Unit 4 Diesel Generator Building Site Development Unit 4 Diesel Generator Building Site Development Unit 4 Diesel Generator Building Misc.
Details MAS Reinforcement Unit 4 Diesel Generator Building Mat Reinforcement Unit 4 Diesel Generator Building Site Excavation Unit 4 Diesel Generator Building Site Development.
Review of the above referenced items indicated that proper ASTM, ACI and NRC Regulatory Guides were being followed.
3.
Exit Interview The inspection scope and results were summarized on February 3, 1989, with those persons indicated in paragraph 1.
The inspector described the areas inspected and discussed in detail the inspection results listed below.
Dissenting comments were not received from the licensee.
The licensee did not identify as proprietary any of the material provided to or reviewed by the inspector during this inspection.
Since very little work has been done on the foundation.
The inspector requested that the licensee inform NRC when the foundation work is completed and when placement of concrete will begin.